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HomeMy WebLinkAbout2605028-C010-General-Notes-1-21-2020L E G E N D E X I S T I N G F I R E H Y D R A N T E X I S T I N G W A T E R V A L V E E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E X I S T I N G S T O R M D R A I N F A C I L I T I E S E X I S T I N G F I B E R / T E L E P H O N E F A C I L I T I E S E X I S T I N G E L E C T R I C A L F A C I L I T I E S E X I S T I N G G A S F A C I L I T I E S E X I S T I N G T R A F F I C S I G N E X I S T I N G W E L L E X I S T I N G C M P C U L V E R T E X I S T I N G R C P C U L V E R T E S D E X I S T I N G S T O R M S E W E R M A I N E S E X I S T I N G S A N S E W E R M A I N E S S E X I S T I N G S A N S E W E R S E R V I C E F E X I S T I N G F I B E R O P T I C E X I S T I N G U N D E R G R O U N D P O W E R E E E X I S T I N G U N D E R G R O U N D T E L E P H O N E T C C E X I S T I N G U N D E R G R O U N D C A B L E G G E X I S T I N G G A S L I N E E X I S T I N G O V E R H E A D P O W E R O H T O H T E X I S T I N G O V E R H E A D T E L E P H O N E P P E X I S T I N G P E T R O L E U M L I N E E W E X I S T I N G W A T E R M A I N E W S E X I S T I N G W A T E R S E R V I C E S D S D R D R D P R O P O S E D S T O R M D R A I N I N L E T P R O P O S E D S T O R M D R A I N M A N H O L E P R O P O S E D S T O R M D R A I N P R O P O S E D R O O F D R A I N P R O P O S E D S A N S E W E R C L E A N O U T S W S W S U T I L U T I L P R O P O S E D G R A V I T Y S A N S E W E R S E R V I C E P R O P O S E D D O M E S T I C W A T E R S E R V I C E P R O P O S E D U T I L I T Y C O N D U I T S S S V C E X I S T I N G B U I L D I N G E X I S T I N G B U I L D I N G R O O F E X I S T I N G C O N C R E T E E X I S T I N G C U R B F A C E E X I S T I N G C U R B F L O W L I N E E X I S T I N G T O P B A C K O F C U R B E X I S T I N G P A R K I N G S T R I P E E X I S T I N G A S P H A L T // / // / E X I S T I N G G R A V E L E D G E E X I S T I N G S I D E W A L K P R O P O S E D B U I L D I N G P R O P O S E D C O N C R E T E P R O P O S E D C U R B F L O W L I N E P R O P O S E D T O P B A C K O F C U R B P R O P O S E D P A R K I N G S T R I P E P R O P O S E D A S P H A L T P R O P O S E D G R A V E L E D G E P R O P O S E D S I D E W A L K G R A P H I C A L S I D E W A L K J O I N T P R O P O S E D A S P H A L T G R A D E B R E A K E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R 4 7 3 0 4 7 2 9 P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 4 7 3 2 4 8 3 1 P E R F P E R F P R O P O S E D P E R F O R A T E D D R A I N P I P E I R R I G I R R I G P R O P O S E D I R R I G A T I O N S L E E V E P R O P O S E D P R E S S U R I Z E D S A N S E W E R S E R V I C E S S F M S S F M F I R E F I R E P R O P O S E D F I R E S E R V I C E ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPE CSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINE FLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURER MHMA N H O L E MINMIN I M U M MISCMIS C E L L A N E O U S NNO R T H NENO R T H E A S T NICNO T I N C O N T R A C T NOMNO M I N A L NTSNO T T O S C A L E NWNO R T H W E S T OCON C E N T E R ODOU T S I D E D I A M E T E R OHPOV E R H E A D P O W E R PCPOI N T O F C U R V E PIPOI N T O F I N T E R S E C T I O N PLPR O P E R T Y L I N E PRELIMPR E L I M I N A R Y PROPPR O P E R T Y PTPOI N T , P O I N T O F T A N G E N C Y PVCPO L Y V I N Y L C H L O R I D E PVMTPA V E M E N T RACETRO A D A P P R O A C H C U L V E R T E N D TE R M I N A L R, RADRA D I U S RCREI N F O R C E D C O N C R E T E RCPREI N F O R C E D C O N C R E T E P I P E RDRO A D , R O O F D R A I N REFRE F E R E N C E REQDRE Q U I R E D RTRIG H T R/WRIG H T - O F - W A Y SSO U T H SANSA N I T A R Y SCHSC H E D U L E SDST O R M D R A I N SESO U T H E A S T S E C S E C T I O N S P E C S P E C I F I C A T I O N S Q S Q U A R E S Q F T , S F S Q U A R E F O O T S Q I N S Q U A R E I N C H S T A S T A T I O N S S S A N I T A R Y S E W E R S T D S T A N D A R D S V C S E R V I C E S W S I D E W A L K , S O U T H W E S T T B T H R U S T B L O C K T B C T O P B A C K O F C U R B T E M P T E M P O R A R Y , T E M P E R A T U R E T O C T O P O F C O N C R E T E T R A N S T R A N S I T I O N T W T O P O F W A L L T Y P T Y P I C A L U G U N D E R G R O U N D U T I L U T I L I T Y V E R T V E R T I C A L V O L V O L U M E V P D V E H I C L E S P E R D A Y W W E S T W / W I T H W / O W I T H O U T W L W A T E R L I N E T R W A T E R W S E L W A T E R S U R F A C E E L E V A T I O N W V W A T E R V A L V E X F M R T R A N S F O R M E R Y D Y A R D N O T E : F O R A B B R E V I A T I O N S N O T L I S T E D , C O N T A C T T H E E N G I N E E R . ABBREVIATIONS DETAIL AND S E C T I O N D E S I G N A T I O N A - X - X SECTION (LETTER) ORDETAIL (NUMERAL)DESIGNATIONDRAWING NUMBER(OR SAME DRAWING) O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S T A K E N : D R A W I N G N U M B E R W H E R E S H O W N O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S S H O W N : D R A W I N G N U M B E R ( S ) W H E R E T A K E N GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALLPROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THEOWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THECONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TOCOMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIORTO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OFSPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING,REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY ANDMAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.14.DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'SAUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FORCOMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION OF ROCKY MOUNTAIN CREDIT UNION BY CASTLE ROCK GEOTECHNICAL ENGINEERING DATED MARCH 20TH 2015 (CASTLE ROCKJOB NO. 015026CR).21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM.24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGTHE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN O N T H E S E P L A N S I S A P P R O X I M A T E . T H E C O N T R A C T O R S H A L L F I E L D V E R I F Y T H E E X I S T E N C E , L O C A T I O N , D E P T H , S I Z E , L I N E , AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONS T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A N Y D A M A G E T O T H E E X I S T I N G F A C I L I T I E S D U E T O FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LO C A T I O N I S K N O W N . 2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CO N T R A C T O R A N D T H E U T I L I T Y C O M P A N Y P R O V I D I N G S E R V I C E . A N Y P R O P O S E D A D J U S T M E N T S T O D R Y U T I L I T Y L O C A T I O N SHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THA T I S T O C O N N E C T T O A N E X I S T I N G P I P E O R S T R U C T U R E , T H E C O N T R A C T O R S H A L L E X P O S E T H E E X I S T I N G P I P E O R STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, I N V E R T E L E V A T I O N S , A N D G R A D E . 4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENT E R @ 8 1 1 O R ( 8 0 0 ) 5 5 1 - 8 3 4 4 F O R O N - S I T E U T I L I T Y L O C A T I O N . A L L K N O W N E X I S T I N G U T I L I T I E S S H A L L B E M A R K E D B E F O R E DIGGING.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIE S T O A S S U R E 6 . 5 F E E T ( 7 8 I N C H E S ) O F M I N I M U M C O V E R O N B U R I E D W A T E R P I P I N G O R D E E P E R A S S P E C I F I E D . I F 6 . 5 F E E T O F MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED W A T E R P I P I N G M A Y B E R E Q U I R E D . 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNI N G A G E N C I E S H A V I N G J U R I S D I C T I O N O V E R A N Y U T I L I T Y S Y S T E M P R I O R T O I N S T A L L A T I O N . 7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO C O N N E C T I N G T O E X I S T I N G W A T E R L I N E S O W N E D A N D M A I N T A I N E D B Y T H E C I T Y O F B O Z E M A N . 8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZ E M A N S H A L L B E O P E R A T E D B Y C I T Y O F B O Z E M A N P U B L I C W O R K S D E P A R T M E N T P E R S O N N E L O N L Y . 9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LI C E N S E D P L U M B E R . 10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND T I E - I N F E E S R E Q U I R E D , A S W E L L A S T H E C O S T O F U N D E R G R O U N D S E R V I C E C O N N E C T I O N S T O T H E B U I L D I N G . 11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN A C C O R D A N C E W I T H A S T M D 3 0 3 4 , U N L E S S O T H E R W I S E N O T E D . 12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON M E E T I N G A W W A C 1 5 1 . 13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 D U C T I L E I R O N M E E T I N G A W W A C 1 5 1 . 14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DIST A N C E S , E D G E - O F - M A N H O L E T O E D G E - O F - M A N H O L E F O R B O T H S A N I T A R Y S E W E R A N D S T O R M D R A I N A S A P P L I C A B L E . T H E DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CE N T E R - O F - M A N H O L E T O C E N T E R - O F - M A N H O L E O N A L L G R A V I T Y P I P I N G . 16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION P O I N T S . 17.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO A D J A C E N T S T R A I G H T R U N O F P I P E , U N L E S S O T H E R W I S E I N D I C A T E D . T Y P E O F J O I N T A N D F I T T I N G M A T E R I A L S H A L L B E T H E SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.18.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWING S .   A L L   F I T T I N G S ,   I N C L U D I N G   B E N D S   E Q U A L   T O   O R   G R E A T E R   T H A N   T W E N T Y - T W O   A N D   O N E - H A L F   D E G R E E S   ( 2 2 . 5 ° ) ,   T E E S ,   A N D PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MP W S S , C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S , O R M U S T H A V E M E C H A N I C A L L Y R E S T R A I N E D J O I N T S W H E R E INDICATED ON THE PLANS.19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND V A L V E B O X E S I N A C C O R D A N C E W I T H M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D S . 20.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERV I C E . 22.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, F I R E , R O O F D R A I N ( A S A P P L I C A B L E ) , A N D I R R I G A T I O N C O N N E C T I O N S . 23.GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NAT U R A L G A S , P O W E R , C A B L E , P H O N E , E T C . ) . D R Y U T I L I T I E S A R E T O B E I N S T A L L E D A S N O T E D I N A G R E E M E N T ( S ) W I T H T H E UTILITY COMPANY OR COMPANIES.24.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE B O X E S , C U R B B O X E S , A N D M A N H O L E S T O F I N A L G R A D E U P O N C O M P L E T I O N O F A L L C O N S T R U C T I O N . A N Y B O X E S O R MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTR A C T O R O R A N Y S U B C O N T R A C T O R S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . T H I S W O R K S H A L L B E INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE M A D E . E N T I T Y P O W E R & G A S P R O J E C T C O N T A C T L I S T F I R M O R A G E N C Y A D D R E S S C O N T A C T P H O N E & E M A I L N O R T H W E S T E R N E N E R G Y 1 2 1 E A S T G R I F F I N B O Z E M A N , M T 5 9 7 1 5 D U S T I N W O R K M A N ( 4 0 6 ) 5 8 2 - 4 6 8 0 D u s t i n . W o r k m a n @ n o r t h w e s t e r n . c o m T E L E P H O N E C E N T U R Y L I N K 2 7 0 7 W E S T M A I N S T R E E T B O Z E M A N , M T 5 9 7 1 8 L A N C E H O L J E ( 4 0 6 ) 5 8 5 - 2 3 5 3 w i l l i a m . h o l j e @ c e n t u r y l i n k . c o m B R O A D B A N D C A B L E C H A R T E R C O M M U N I C A T I O N S 5 1 1 W E S T M E N D E N H A L L S T R E E T B O Z E M A N , M T 5 9 7 1 5 A N D Y M O L E N D A ( 4 0 6 ) 5 8 6 - 1 8 3 7 a m o l e n d a @ c a b l e v i s i o n . c o m B R O A D B A N D F I B E R O P T I C M O N T A N A O P T I C O M 1 4 4 Q U A I L R U N R O A D B O Z E M A N , M T 5 9 7 1 8 T R E N T F R O S T ( 4 0 6 ) 5 7 9 - 5 2 2 4 tf r o s t @ m t - o p t i c o m . c o m C I T Y E N G I N E E R I N G C I T Y O F B O Z E M A N E N G I N E E R I N G D I V I S I O N 2 0 E A S T O L I V E S T R E E T B O Z E M A N , M T 5 9 7 1 5 G R I F F I N N I E L S E N ( 4 0 6 ) 5 8 2 - 2 2 7 9 g n i e l s e n @ b o z e m a n . n e t C I T Y P L A N N I N G & Z O N I N G C I T Y O F B O Z E M A N P L A N N I N G D E P A R T M E N T D A N I E L L E G A R B E R ( 4 0 6 ) 5 8 2 - 2 2 6 0 d g a r b e r @ b o z e m a n . n e t W A T E R & S A N I T A R Y S E W E R C I T Y O F B O Z E M A N W A T E R & S E W E R D I V I S I O N 1 2 1 N O R T H R O U S E A V E N U E B O Z E M A N , M T 5 9 7 1 5 J O H N A L S T O N ( S U P E R I N T E N D E N T ) ( 4 0 6 ) 5 8 2 - 3 2 0 0 j a l s t o n @ b o z e m a n . n e t E N G I N E E R O F C O N T E N T M O R R I S O N - M A I E R L E , I N C . 2 8 8 0 T E C H N O L O G Y B L V D W P O B O X 1 1 1 3 B O Z E M A N , M T 5 9 7 7 1 - 1 1 1 3 M A T T E K S T R O M , P E ( 4 0 6 ) 5 8 7 - 0 7 2 1 m e k s t r o m @ m - m . n e t E N V I R O N M E N T A L M O R R I S O N - M A I E R L E , I N C . 2 8 8 0 T E C H N O L O G Y B L V D W P O B O X 1 1 1 3 B O Z E M A N , M T 5 9 7 7 1 - 1 1 1 3 C H R I S T I N E P E A R C Y ( 4 0 6 ) 5 8 7 - 0 7 2 1 c p e a r c y @ m - m . n e t 2 0 E A S T O L I V E S T R E E T B O Z E M A N , M T 5 9 7 1 5 P R O J E C T A R C H I T E C T S P R I N G E R G R O U P A R C H I T E C T S 6 2 6 E . C O T T O N W O O D S T . , S U I T E A , B O Z E M A N , M T 5 9 7 1 5 G E N E S P R I N G E R ( 4 0 6 ) 5 8 5 - 2 4 0 0 g e n e @ s p r i n g e r g r o u p . c o m D E V E L O P E R C A P E - F R A N C E E N T E R P R I S E S 1 1 8 4 N O R T H 1 5 T H S T R E E T S U I T E 4 , B O Z E M A N , M T 5 9 7 1 5 D O N C A P E ( 4 0 6 ) 6 2 4 - 0 3 8 2 d c a p e @ j w t c o m p a n i e s . c o m K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R DEVELOPMENT REVIEW RESUBMITTAL 1.21.2020 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 0 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C010-GENERAL-NOTES.DWG PLOTTED BY:CELINE SAUCIER ON Jan/16/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t engineers surv e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e H O M E 2 - B O Z E M A N 2 6 0 5 . 0 2 8 M O N T A N A G E N E R A L N O T E S , L E G E N D & A B B R E V I A T I O N S C 0 1 0 C 0 1 0 C M S C M S M E E 1 / 2 1 / 2 0 2 0 T E E 6 / 2 4 / 2 0 1 9 C M S